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Tender Value
₹14.8 Cr
EMD Value
₹29.6 L
Closing Date
16 Sept 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
SR.DEN/3
14 conditions · 3 needing a document upload
Item no 10.2 of GCC 2022: Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. As per Clause 10.2 of Indian Railways Standard General Conditions of Contract'2022 with upto date correction slip. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE-I/CT/GCC-2022/Policy dated 14.07.2022]
Similar Nature of Work for this Tender will be-"ANY CIVIL ENGINEERING WORK COMPRISING OF STRUCTURAL STEEL FABRICATION WORK ." as per PCE/ER/KKK's letter No. W(6) Similar Nature of Work/Loose dt. 08.11.2023.
68 conditions · 5 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Para 5(3) ii. Part I of GCC shall be read as under: The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids [i.e. excluding the last date of submission of bids] [Advance Correction Slip No.5 to Indian Railways Standard General Conditions of Contract, April 2022 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 20.10.2023].
The participating Bidder must submit self certificate [Annexure V & VA as applicable] duly downloaded from the link given in Submission of Document Verification Certificate or documents uploaded along with tender. [Advance Correction Slip No.3 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 26.04.2023 and Advance Correction Slip No.4 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 07.08.2023 ].
Maintenance period of contract - The Earnest Money/Bid Security deposited by the contractor will be converted into Security Deposit and will be refunded after six months of the date of completion of the work in all respect to the entire satisfaction of the Railway and on receipt of a certificate from the Assistant Engineer concerned.
All documents in support of fulfillment of eligibility criteria with respect to completion of similar nature of work for Technical Eligibility Criteria and Total contract value for Financial Eligibility Criteria should be submitted/ uploaded online in the website with scanned copy at the time of tender bidding with details showing in Annexure I, IV. No post tender communication, in any form will be made or entertained, after opening of tenders, in this regard. Railways may however call for the originals of the credentials for verification or any clarifications/confirmations on the contents of the documents submitted. Eligibility of tenderers shall be decided solely of the basis of the documents submitted along with the tender offers and any subsequent document whatsoever submitted in this connection would not be given any cognizance for finalization of the tender.
Payment through Letter of Credit is applicable for this tender as per Railway Board's letter no 2017/ACII/9/10 Pt I dated 20.02.2018 & 2018/CE-I/CT/9 dt. 04.06.2018 (Annexure B & C attached).
INSTRUCTION TO BIDDERS: A] The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the railway shall not relieve the bidder of his obligations or liabilities hereunder nor will it affect any rights of the railway there under. B] In case of any wrong information submitted by tenderer, the contract shall be terminated, Earnest Money Deposit [EMD], performance Guarantee [PG] and Security Deposit [SD] of contract forfeited and agency barred for doing business on entire Indian Railways for 5[five] years.
Shramik kalyan Contractor[s] are requested to get themselves registered on Railways Shramik kalian portal at www.shramikkalyan.indianrailways.gov.in after issuance of letter of acceptance.
Contractor(s)/ Bidders are requested to refer to Clause 46A of Indian Railways Standard General Conditions of Contract'2022 with up to date correction slip for Price Variation Clause (PVC) in works contract. Item no 46A.1 of GCC 2022: Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs. 2 Crores. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE- I/CT/GCC-2022/Policy dated 14.07.2022]
For further details related to 'Bid Security' Bidders are requested to please connect para no 23 of the tender documents.
Bidders are requested to refer to para no 9 of tender document [Para 41 & 42 of Part II Standard General Conditions of Contract for "Variations in extent of Contract" of GCC 2022]
In case Agency desires submission of Bid Security in the form of Bank Guarantee, then please refer to para no 23(3) of Instruction to Tenderers for e-tenders, chapter I for further guidance. [Clause 5.0 of Part I of GCC 2022]
Bidders may also upload any relevant document as deemed fit.
In case of more than one L/1 bidders, tender may be awarded to tenderer having higher bid capacity. In case bid capacity is also the same, tenderer having done more value of similar work in last three previous financial years and the current financial year upto the date of opening of the tender, may be selected for the award. Instructions with respect to bid capacity will follow.
GST has been considered during assessment of this instant tender. Tenderer(s) should quote rate inclusive of applicable GST.
Participants tenderer(s) are requested to go through the Railway Board letter no.2022/CEI/CT/GCC-2022/POLICY/Pt.I(E-3320424) Dtd.13.03.2026 Indian Railways Standard General Conditions of Contract, April 2022 (Advance Correction slip No.11) which is enclosed in documents.
Provision of Platform shed at Ranaghat, Banpur, Kalinarayanpur, Phulia, Habibpur etc. (SG-2 & SG-3) category station over Sealdah Division under Assistant Engineer/Ranaghat in the jurisdiction of Sr.DEN/III/Sealdah.
TN-159-26-27~ER
TN-159-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹29.6 L
19 Aug 2026
19 Aug 2026
2 Sept 2026
46 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 6000 | 260.3 | 15,61,800 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 1050 | 196 | 2,05,800 |
| 3 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | Sqm | 76 | 146.15 | 11,107.4 |
| 4 | Extra for laying concrete in or under foul positions. | cum | 58 | 467.55 | 27,117.9 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 5220 | 392.15 | 20,47,023 |
| 6 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 225 | 927.25 | 2,08,631.25 |
| 7 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 70 | 736.4 | 51,548 |
| 8 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 520 | 10,585.9 | 55,04,668 |
| 9 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 220000 | 107.85 | 2,37,27,000 |
| 10 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1400 | 9,504.75 | 1,33,06,650 |
| 11 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 9,860.4 | 9,86,040 |
| 12 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 7,132.25 | 2,13,967.5 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 200 | 9,105.95 | 18,21,190 |
| 14 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 290 | 1,267.95 | 3,67,705.5 |
| 15 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 320 | 238.35 | 76,272 |
| 16 | Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm ( +/- 0.2 mm). Both vertical sides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness ( +/- 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineer- in-charge. | Metre | 124 | 763.85 | 94,717.4 |
| 17 | Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm ( +/- 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm ( +/- 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm ( +/- 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit beading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer's specification and direction of engineer-in- charge. | Sqm | 40 | 4,362 | 1,74,480 |
| 18 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 264000 | 133.7 | 3,52,96,800 |
| 19 | Hot finished welded type tubes | Kg | 328000 | 194.4 | 6,37,63,200 |
| 20 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 10400 | 97.2 | 10,10,880 |
| 21 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | Sqm | 200 | 792.05 | 1,58,410 |
| 22 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 225 | 1,096.55 | 2,46,723.75 |
| 23 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 82 | 3,071.05 | 2,51,826.1 |
| 24 | 110 mm diameter | Metre | 515 | 377.4 | 1,94,361 |
| 25 | 110 mm bend | Each | 220 | 150.35 | 33,077 |
| 26 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 18500 | 738.65 | 1,36,65,025 |
| 27 | Gutter (600 mm over all girth) | Metre | 460 | 1,313.7 | 6,04,302 |
| 28 | 1:6 (1 cement: 6 fine sand) | Sqm | 900 | 333.35 | 3,00,015 |
| 29 | 1:3 (1 cement : 3 fine sand) | Sqm | 200 | 300.45 | 60,090 |
| 30 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 535 | 181.25 | 96,968.75 |
| 31 | Two or more coats on new work | Sqm | 25 | 155.9 | 3,897.5 |
| 32 | Two or more coats on new work | Sqm | 19000 | 146.8 | 27,89,200 |
| 33 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 242 | 2,434.25 | 5,89,088.5 |
| 34 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 23600 | 5.65 | 1,33,340 |
| 35 | G.S. Sheet | Sqm | 450 | 164.95 | 74,227.5 |
| 36 | Orissa pattern W.C. pan of size 580x440 mm | Each | 11 | 3,169.05 | 34,859.55 |
| 37 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 12 | 1,648.95 | 19,787.4 |
| 38 | Flat back wash basin of size 550x400 mm | Each | 7 | 992.6 | 6,948.2 |
| 39 | 40 mm dia | Each | 20 | 119.55 | 2,391 |
| 40 | 15 mm dia nominal bore | Metre | 400 | 322.15 | 1,28,860 |
| 41 | 25 mm dia nominal bore | Metre | 300 | 467.75 | 1,40,325 |
| 42 | 15 mm nominal bore | Each | 13 | 318.35 | 4,138.55 |
| 43 | 25 mm nominal bore | Each | 13 | 439.25 | 5,710.25 |
| 44 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 50 | 125.6 | 6,280 |
| 45 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 13 | 208.45 | 2,709.85 |
| 46 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 40 | 156.9 | 6,276 |
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details.html
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nit.pdf
NIT
Annexure-B-LOC.pdf
ATTACHMENT
SHRAMIKKALYAN.pdf
ATTACHMENT
Cesscharge.pdf
ATTACHMENT
ComlCompliance-IVVVIVIIVIIIIXXI.pdf
ATTACHMENT
CheckList.pdf
ATTACHMENT
ANNEXURE-C-LOC2.pdf
ATTACHMENT
GCC 2022
ATTACHMENT
annexureVIBcontractualturnoverdata.pdf ANNEX VIB CONTRACTUAL TURNOVER DATA
ATTACHMENT
annexureVIABidsecurity.pdf
ATTACHMENT
Annexure--I_a_I_b_IIIII-TechComp.pdf
ATTACHMENT
tmtbarsdecontrolled.pdf
ATTACHMENT
Annexure-V_VA.pdf
ATTACHMENT
GCCACSUPRO_10.pdf
ATTACHMENT
TenderDocumentChapterI-II.pdf
ATTACHMENT
JPODIGGING.pdf
ATTACHMENT
Approved List of Brands
ATTACHMENT
AdvanceCorrectionSlipNo-11.pdf
ATTACHMENT
UpdatedListofApprovedMakes-BrandsER-HQ-ENGG18-05-2026_compressed.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27_04_22.pdf
ATTACHMENT
annexureVIBcontractualturnoverdata.pdf
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